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HomeMy WebLinkAboutSurvey 21566Deschutes County Official Records SHEET 1 OF 7 t� Steve Dennison, County Clerk 202j_� 6143 PETROSA, PHASE 6Ai .00& fd A REPEAT OF PORTIONS OF TRACTS fAAf f , , AND KKf » , OF PETROSA, � 01562962202500161430070076 C, ff 'EEE' )f D-FLAT Cnt=1 Pgs=7 Stn=4 OG/20/ZQ25 03:59 PM o" PHASE 2 , AND A PORTION OF TRACT EEE OF PETROSA, PHASE 4". $60.00 $11.00 $61.00 $10.00 $6.00 $148.00 LOCATED IN THE NORTHWEST 1/4 AND THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 17 SOUTH,RANGE 12 EAST,WILLAMETTE MERIDIAN, CITY OF BEND,DESCHUTES COUNTY,OREGON MAY 279 2025 SURVEYOR'S CERTIFICATE PZ-20-0235 PLAT NOTES I, JACOB ALLEN CARSON, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS SHOWN ON THE ANNEXED MAP OF "PETROSA, 1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER PZ-20-0235. PHASE 6A" BEING A REPEAT OF A PORTIONS OF TRACTS 'AA' 'JJ' AND 'KK' OF "PETROSA PHASE 2" AND A PORTION OF TRACT 'EEE' OF "PETROSA PHASE 4" LOCATED IN THE NORTHWEST QUARTER AND NORTHEAST QUARTER, OF SECTION �23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF 'BEND, DESCHUTES COUNTY, OREGON, AND 2. TRACTS 'QQQ', 'TTi', AND 'UUU' ARE FOR OPEN SPACE AND SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION. SAID TRACT 'QQQ' IS SUBJECT TO PUBLIC BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: UTILITY EASEMENT (PUE) OVER ITS ENTIRETY. BEGINNING AT THE INITIAL POINT BEING A FOUND 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP INSCRIBED "AKS ENGR." LOCATED AT THE NORTHWEST CORNER OF TRACT 'H' OF 3. TRACTS 'RRR', AND 'SSS', ARE PRIVATE ALLEY TRACTS. SAID TRACTS SHALL BE MAINTAINED BY THE PETROSA RESIDENTIAL OWNERS ASSOCIATION, AND ARE SUBJECT TO PUBLIC `PETROSA, PHASE 11- RECORDED JANUARY 28, 2021, AS INSTRUMENT NUMBER 2021-06019, DESCHUTES COUNTY OFFICIAL RECORDS, LOCATED ON THE EASTERLY RIGHT-OF-WAY LINE ACCESS EASEMENTS (PAE) AND A PRIVATE STORM DRAINAGE EASEMENTS (PSDE) OVER THEIR ENTIRETY TO BENEFIT THE ADJOINING LOTS. OF THE NORTH UNIT MAIN CANAL (70.00 FEET FROM CENTERLINE); THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE ON THE FOLLOWING COURSES: ON A CURVE TO THE LEFT, WITH A RADIUS OF 356.50 FEET (RADIUS POINT BEARS NORTH 66'45'36" WEST), A CENTRAL ANGLE OF 2704222", AN ARC LENGTH OF 172.39 FEET, AND A CHORD OF NORTH 09'23'13" 4. THIS PLAT IS SUBJECT TO REGULATIONS, INCLUDING LEVIES, ASSESSMENTS, WATER AND IRRIGATION RIGHTS AND EASEMENTS FOR DITCHES AND CANALS OF THE CENTRAL OREGON EAST 170.72 FEET; THENCE NORTH 04'27'58" WEST 103.91 FEET; THENCE ALONG A CURVE TO THE RIGHT, WITH A RADIUS OF 503.00 FEET, A CENTRAL ANGLE OF 04'07'40", AN ARC IRRIGATION DISTRICT. LENGTH OF 36.24 FEET, AND A CHORD OF NORTH �02'24'08" WEST 36.23 FEET TO A POINT OF NON -TANGENCY; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY LINE, NORTH 5. THIS PLAT IS SUBJECT TO THE PETROSA ANNEXATION AGREEMENT, RECORDED MARCH 12, 2020, AS INSTRUMENT NUMBER 2020-11217, DESCHUTES COUNTY OFFICIAL RECORDS. 89 39 46 EAST 93.50 FEET, THENCE SOUTH 79 32 54 EAST 98.08 FEET, THENCE ALONG A NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 160.00 FEET (RADIUS POINT BEARS AMENDED BY THE FIRST AMENDMENT TO PETROSA ANNEXATION AGREEMENT, RECORDED JUNE 22, 2021, AS INSTRUMENT NUMBER 2021-37248, DESCHUTES COUNTY OFFICIAL RECORDS. SOUTH 72'45'37" EAST), A CENTRAL ANGLE OF 3'09'14 , AN ARC LENGTH OF 8.81 FEET, AND A CHORD OF SOUTH 15'39'46" WEST 8.81 FEET TO A LINE RADIAL TO SAID CURVE; THENCE ALONG SAID RADIAL LINE, SOUTH 75'54'51" EAST 60.00 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 100.00 FEET (RADIUS POINT BEARS 6. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED MARCH 8, 2022, AS INSTRUMENT NUMBER 2022-09545, DESCHUTES COUNTY OFFICIAL RECORDS. SOUTH 75'54'51" EAST), A CENTRAL ANGLE OF 04'52'42", AN ARC LENGTH OF 8.51 FEET, AND A CHORD OF SOUTH 11'38'48" WEST 8.51 FEET TO A POINT OF NON -TANGENCY; THENCE SOUTH 7916'04" EAST 121.53 FEET; THENCE SOUTH 85'05'10" EAST 151.74 FEET, THENCE SOUTH 89'57'25" EAST 156.80 FEET, THENCE NORTH 00'02'35" EAST 12.50 FEET; 7. THIS PLAT IS SUBJECT TO THE STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED APRIL 14, 2023, AS INSTRUMENT NUMBER 2023-08644, DESCHUTES THENCE SOUTH 8957'25" EAST 294.00 FEET; THENCE NORTH 00'02'35" EAST 50.05 FEET; THENCE SOUTH 8957'25" EAST 60.00 FEET; THENCE SOUTH 00'02'35" WEST 21.05 FEET, COUNTY OFFICIAL RECORDS. THENCE SOUTH 89 57 25 EAST 110.00 FEET, THENCE NORTH 00 02 35 EAST 18.00 FEET; THENCE SOUTH 89 57 25 EAST 20.00 FEET, THENCE SOUTH 00 02 35 WEST 24.00 FEET, 8 THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED JANUARY 24, 2024, AS INSTRUMENT NUMBER 2024-01844, DESCHUTES COUNTY OFFICIAL THENCE SOUTH 89'57'25" EAST 88.00 FEET, THENCE NORTH 00'02'35" EAST 16.75 FEET; THENCE SOUTH 89'57'25" EAST 102.00 FEET TO THE EASTERLY LINE OF TRACT 'AA' OF `PETROSA, PHASE 2- RECORDED JUNE 18, 2021, AS INSTRUMENT NUMBER 2021-36791, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG SAID EASTERLY LINE, AND THE RECORDS. EASTERLY LINE OF TRACT 'EEE' OF `PETROSA, PHASE 4- RECORDED MARCH 2, 2023, AS INSTRUMENT NUMBER 2023-04690, DESCHUTES COUNTY OFFICIAL RECORDS, SOUTH 00'02'35" WEST 226.75 FEET TO THE SOUTHERLY LINE OF SAID TRACT 'EEE'; THENCE ALONG SAID SOUTHERLY LINE ON THE FOLLOWING COURSES: NORTH 89'57'25" WEST 380.00 FEET; THENCE 9• THIS PLAT IS SUBJECT TO A PUBLIC UTILITY EASEMENT, PER PETROSA, PHASE 4 . AS SHOWN. SOUTH 00002'35" WEST 122.00 FEET; THENCE NORTH 89*57'25" WEST 234.00 FEET; THENCE NORTH 00'02'35" EAST 12.00 FEET, THENCE NORTH 89'57'25" WEST 261.67 FEET, THENCE NORTH 7916'04" WEST 259.77 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 430.00 FEET (RADIUS POINT BEARS NORTH 77'25'12" WEST), A 10. THIS PLAT IS SUBJECT TO A PRIVATE STORM DRAINAGE EASEMENT TO BENEFIT LOTS 239-247 OF "PETROSA PHASE 4" AND LOTS 384-392 OF "PETROSA, PHASE 6A"' PER CENTRAL ANGLE OF 07'3855", AN ARC LENGTH OF 57.40 FEET, AND A CHORD OF SOUTH 16'24'15" WEST 57.36 FEET TO A LINE RADIAL TO SAID CURVE; THENCE ALONG SAID RADIAL "PETROSA, PHASE 4". AS SHOWN. LINE, NORTH 69'46'17" WEST 60.00 FEET; THENCE LEAVING SAID RADIAL LINE, NORTH 7916'04" WEST 94.61 FEET; THENCE NORTH 66'45'42" WEST 73.04 FEET TO THE INITIAL POINT. 11. THIS PLAT IS SUBJECT TO TEMPORARY UTIUTY EASEMENTS, TO BENEFIT THE CITY OF BEND, PER "PETROSA, PHASE 4". THE EASEMENTS HAVE LANGUAGE TO BE RELEASE UPON DEDICATION OF PUBLIC RIGHTS -OF -WAY. NOT SHOWN, BOTH EASEMENTS LIE ENTIRELY WITHIN PUBLIC RIGHTS -OF -WAY OF NE TELLUS DRIVE AND EAGLE ROAD BEING DEDICATED THE ABOVE TRACT OF LAND CONTAINS 8.62 ACRES, MORE OR LESS. HEREON. SURVEYOR'S NARRATIVE 12. THIS PLAT IS SUBJECT TO A TEMPORARY PUBLIC ACCESS EASEMENT, PER "PETROSA, PHASE 4". THE EASEMENT HAS LANGUAGE TO LANGUAGE TO BE RELEASED UPON DEDICATION OF 0 Z�l PUBLIC RIGHT-OF-WAY. NOT SHOWN, THE EASEMENT LIES ENTIRELY WITHIN PUBLIC RIGHTS -OF -WAY OF NE SOLI PLACE AND EAGLE ROAD BEING DEDICATED HEREON. C z � THE PURPOSE OF THIS SURVEY IS TO REPLAT A PORTION OF TRACTS 'AA', 'JJ', AND 'KK', OF "PETROSA, PHASE 2", AND A PORTION REGISTERED OF TRACT 'EEE', OF "PETROSA, PHASE 4% INTO LOTS, TRACTS, ROADS, AND EASEMENTS, AS SHOWN HEREON. PROFESSIONAL 13. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITY IMPROVEMENT AGREEMENT, RECORDED JUNE 17, 2024, AS INSTRUMENT NUMBER 2024-15218, DESCHUTES COUNTY OFFICIAL RECORDS. LAND SURVEYOR BOUNDARY DETERMINATION FOR LINES IN COMMON WITH LOTS, TRACTS, AND RIGHTS -OF -WAY, OF "PETROSA, PHASE 2" AND 14. THIS PLAT IS SUBJECT TO THE HAZARDOUS SUBSTANCES CERTIFICATE AND INDEMNITY AGREEMENT, RECORDED AUGUST 26, 2024, AS INSTRUMENT NUMBER 2024-22120, DESCHUTES "PETROSA, PHASE 4" WERE DETERMINED FROM SAID PLATS, ALL DATA AND MONUMENTS WERE HELD FROM SAID PLATS. COUNTY OFFICIAL RECORDS. THE REMAINING LINES ARE PER THE DECLARANT OF THIS PLAT. 15. THIS PLAT IS SUBJECT TO THE SECURITY AND IMPROVEMENT AGREEMENT, RECORDED AUGUST 28, 2024, AS INSTRUMENT NUMBER 2024-22299, DESCHUTES COUNTY OFFICIAL RECORDS. OREGON MAY 11, 2021 16. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITY IMPROVEMENT AGREEMENT, RECORDED OCTOBER 30, 2024, AS INSTRUMENT NUMBER 2024-28354, DESCHUTES COUNTY OFFICIAL THE BASIS OF BEARINGS A FOR THIS PLAT ARE BASED ON SAID "PETROSA, PHASE 4", THE NORTH LINE OF TRACT 'XX' OF SAID JACOB ALLEN CARSON RECORDS. 4 "PETROSA, PHASE " IS NORTH 8957'25" WEST. 94570PLS RENEWS: 12 31 25 17. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITY IMPROVEMENT AGREEMENT, RECORDED DECEMBER 16, 2024, AS INSTRUMENT NUMBER 2024-32685, DESCHUTES COUNTY OFFICIAL DECLARATION RECORDS. KNOW ALL PERSONS BY THESE PRESENTS THAT PAHLISCH HOMES AT PETROSA LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP, IS THE OWNER OF THE LAND SHOWN ON THIS 18. THIS PLAT IS SUBJECT TO THE STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED MARCH 3, 2025, AS INSTRUMENT NUMBER 2025-4922, DESCHUTES COUNTY PLAT AND AS PARTICULARLY DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE, AND HAS CAUSED THE SAME TO BE SURVEYED, AND PLATTED INTO LOTS, TRACTS, ROADS OFFICIAL RECORDS. AND EASEMENTS AS SHOWN ON SAID MAP IN ACCORDANCE NTH THE PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92; 19. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED MARCH 4, 2025, AS INSTRUMENT NUMBER 2025-5112, DESCHUTES COUNTY OFFICIAL RECORDS. AND DOES HEREBY DEDICATE TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE STREET RIGHTS -OF -WAYS OF NE TELLUS DRIVE, NE BROWNSTONE PLACE, COLE ROAD, NE PETROSA AVENUE, NE SOLI PLACE, AND EAGLE ROAD; 20. THIS PLAT IS SUBJECT TO THE AGREEMENT FOR THE GRANTS OF NEW EASEMENTS AND RELEASE AND QUIT CLAIM OF EXISTING EASEMENTS, RECORDED MARCH 20, 2025, AS INSTRUMENT NUMBER 2025-6552, DESCHUTES COUNTY OFFICIAL RECORDS. AS SHOWN HEREON (E1), BEING THE NEW EASEMENTS DESCRIBED IN EXHIBIT B-1 AND DEPICTED ON EXHIBIT AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) SHOWN AND NOTED HEREIN, AS EASEMENT AREAS FOR THE INSTALLATION AND B-2 OF SAID INSTRUMENT. MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCES. UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT AND ALL OTHER RELATED FACILITIES ABOVE AND BELOW GROUND WITHIN THE PUBLIC UTILITY EASEMENTS IDENTIFIED ON THIS PLAT MAP AS MAY BE NECESSARY OR 21. THIS PLAT IS SUBJECT TO THE TERMS, PROVISIONS AND CONDITIONS, CONTAINED IN THE DECLARATION OF PRIVATE STORMWATER EASEMENT, RECORDED APRIL 8, 2025, AS INSTRUMENT DESIRABLE IN PROVIDING UTILITY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE NUMBER 2025-08681, DESCHUTES COUNTY OFFICIAL RECORDS. THE EASEMENT DESCRIBED THEREIN LIES OUTSIDE THE PLAT BOUNDARY AND IS NOT SHOWN HEREON. REMOVAL OF ANY OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT MAY BE PLACED WITHIN THE PUE. THE U11UTY MAY REQUIRE THE LOT OWNER TO REMOVE Ail OBSTRUCTIONS AT THE OWNER'S EXPENSE, OR THE UTILITY MAY REMOVE SUCH OBSTRUCTIONS AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT STRUCTURES BE PREPARED FOR PLACED WITHIN THE PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH THE USE OF THE PUE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH FACILITIES IN THE PUE AND THE CITY ENGINEER; SHEET INDEX PAHLISCH HOMES 210 SW WILSON AVENUE, #100 AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC ACCESS EASEMENTS (PAE) OVER THE ENTIRETY OF TRACTS 'RRR', AND 'SSS', AS SHOWN HEREON; 1. SURVEYOR'S CERTIFICATE, SURVEYOR'S NARRATIVE, DECLARATION, AND PLAT NOTES BEND, OR 97702 AND DOES HEREBY GRANT TO THE BENEFIT OF ADJOINING LOTS, EXISTING ADJOINING LOTS OF PREVIOUS PHASES, AND FUTURE ADJOINING LOTS OF SUBSEQUENT PHASES, THE 2.50 2. DECLARATION SIGNATURE, ACKNOWLEDGMENT, POST MONUMENTATION NOTE, FOOT WIDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENTS (PRSDE), AS SHOWN HEREON; APPROVALS, CONSENT AFFIDAVIT, AND ASSESSOR'S CERTIFICATE AND DOES HEREBY GRANT TO THE ADJOINING LOTS AND TRACTS, AND FUTURE ADJOINING LOTS AND TRACTS OF SUBSEQUENT PHASES, THE PRIVATE STORM DRAINAGE EASEMENTS 3. PLAT BOUNDARY (PSDE), AS SHOWN HEREON; 4. LOTS 351-360, AND TRACTS 'QQQ' AND 'RRR' JOB NAME: PETROSA, PH6A AKS ENGINEERING Ec FORESTRY, LLC AND DOES HEREBY GRANT TO THE CITY OF BEND THE SANITARY SEWER EASEMENT (SSE), AS SHOWN HEREON; 5. LOTS 361-371, 387-399, AND TRACTS 'SSS', AND 'TTr 2777 LOLO DR, STE 150 BEND AND DOES HEREBY GRANT TO THE ADJOINING LOTS THE PRIVATE WATER EASEMENTS (PWE), AS SHOWN HEREON;'" JOB NUMBER: 6777 OR 97703 AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "PETROSA, PHASE 6A", HENCEFORTH TO BE SO KNOWN (SEE SHEET 2 FOR SIGNATURE) 6. LOTS 372-386, TRACT 'UUU', AND REFERENCES 541.317.8429 7. DETAILS DRAWN BY: GR JAC WWW.AKS-ENG.COM CHECKED BY: JAC MSK ENGINEERING • SURVEYING- • NATURAL RESOURCES DRAWING NO.: 6777 PH6A PLAT FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE 2 15 6 6. PETROSA, PHASE 6A A REPEAT OF PORTIONS OF TRACTS AAA', 11119 AND 'KKK, OF "PETROSA, PHASE 2"9 AND A PORTION OF TRACT 'EEE' OF "PETROSA, PHASE 4", LOCATED IN THE NORTHWEST 1/4 AND THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 279 2025 PZ-20-0235 DECLARATION SIGNATURE PAHLISCH HOMES AT PETROSA LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP BY: PAHLISCH HOMES, INC. ITS GENERAL PARTNER MATT NELSON, CHIEF EXECUTIVE OFFICER ACKNOWLEDGMENT STATE OF OREGON ) SS COUNTY OF DESCHUTES ) DATE ON THIS I 'O DAY OF . Vk " BEFORE ME PERSONALLY APPEARED MATT NELSON, CHIEF EXECUTIVE OFFICER OF PAHLISCH HOMES, INC., THE GENERAL PARTNER OF PAHLISCH HOMES AT PETROSA LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP, AND ACKNOWLEDGED SAID INSTRUMENT TO BE THE VOLUNTARY ACT AND D ED OF P USCH HOMES AT PETROSA LIMITED PARTNERSHIP, AN OREGON LIMITED PARTNERSHIP. k&q kj NOTARY SIGNATURE PRINTED NAME: M a Y'_t vit k- M Ol NOTARY PUBLIC OREGON COMMISSION N0. I O4 V :7 I Q MY COMMISSION EXPIRES LJ MU A I 9�0 ?L� POST- MON UM ENTATION I, JACOB ALLEN CARBON, DO HEREBY CERTIFY THAT IN ACCORDANCE WITH ORS 92.070(2), POST-MONUMENTAlION OF THE REMAINING INTERIOR CORNERS WILL BE COMPLETED WITHIN 180 DAYS OF THE COMPLETION OF STREET AND UTILITY IMPROVEMENTS ASSOCIATED WITH THIS PLAT. 2 JACOB ALLEN CARSON, PLS 94570 INTERIOR AND CENTERLINE MONUMENTS WERE SET _ , AS INSTRUMENT NUMBER DESCHUTES COUNTY SURVEYOR PREPARED FOR, PAHLISCH HOMES 210 SW WILSON AVENUE, #100 BEND, OR 97702 DATE PER AFFIDAVIT OF POST-MONUMENTAlION RECORDED ON DESCHUTES COUNTY OFFICIAL RECORDS. DESCHUTES COUNTY SURVEYOR] O6 o2s gy; Collins APPROVALS THE PLAT OF "PETROSA, PHASE 6A", HAS BEEN APPROVED BY: DESCHUTES COUNTY COMMISSIONER:db.,-JVA) DATE DESCHUTES COUNTY SURVEYOR: /Z,-D.EPuTYOi - /g -tQ0�Z,5 DATE CITY OF BEND PLANNING DIRECTOR: - 17 --"2-5 �e- A DATE o _ f 7 S` CITY OF BEND ENGINEER: DATE CENTRAL OREGON IRRIGATION DISTRICT: ,s -= (p ' t (D - Z5 cr DATE SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE HEREIN TO THE PUBLIC. CONSENT AFFIDAVIT A SUBDIVISION PLAT CONSENT AFFIDAVIT BY M&T BANK, A TRUST DEED BENEFICIARY PER INSTRUMENT NUMBER 2024-22119, DESCHUTES COUNTY OFFICIAL RECORDS, HAS BEEN RECORDED ON Z_iouE 2b . 2025 AS INSTRUMENT NUMBER 2a 25 - If ,a q 2-- . DESCHUTES COUNTY OFFICIAL RECORDS. ASSESSOR'S CERTIFICATE I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER CHARGES, AS REQUIRED BY ORS 92.095 TO BE PLACED ON THE 20= 20_ TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL BECOME A LIEN DURING THIS TAX YEAR, HAVE BEEN PAID TO ME. DESCHUTES COUNTY ASSESSOR: �;A�- D6 18lv-z� DATE I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE DESCHUTES COUNTY TAX COLLECTOR: j4)jr4-Tivwl-c 161 DAZE G//t/Zo1< REGISTERED PROFESSIONAL LAND SURVEYOR 2 OREGON MAY 11, 2021 JACOB ALLEN CARBON 94570PLS RENEWS:12/31/25 SHEET 2 OF 7 CS 21566 . PETROSA, PHASE 6A A REPEAT OF PORTIONS OF TRACTS 'AA', 'JJl, AND 'KK', OF "PETROSA, PHASE 2"9 AND A PORTION OF TRACT 'EEE' OF "PETROSA, PHASE 4"9 LOCATED IN THE NORTHWEST 1/4 AND THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 27, 2025 PZ-20-0235 REMAINDER OF RADIAL S72'45'37"E REMAINDER OF N00'02'35"E 18.00' S89057125"E 20.00' TRACT 'AA' N89'39'4fi"E S7 . " REMAINDER EEEO'F a' TRACT 'KK' S89'S7'25"E 110.00' S00'02'35"W 24.00' 9 32 54"E S75 54 51 E PEE " S89'57'25"E 88.00' 93.50' 98.08 60.00 RADIAL S75 54 51 E .Po'sE 2 S00 02 35 W 21.05 " C4 L=8.51' ROSA, P "A A N00'02 35 E,16.75 ' ..� t'.:i 1=R_R1' / c�.,� _ _ REMAINDER OF •P� S89 57 25 E 60.00%me �, �,I r r—S89*57'25"E 102.00' - . S85 0510E — - --- - L=36.24' � 121.53' P" S89'57'25"E Q � � 151.74' , Z �� 377 56.80 cn �- TRACT v 378 375 374ZZ 373UUU m 2 a 371 370 369 368 36 70.00 379memo w ► N Cc _ _ 380 B ROwNS7'ONE PLACE oc J LACE (PUBLIC) O 381 ..., z� W / 1�' 384 382 uu 385 INITIAL z 386 RADIAL N77'25'12"W 387 388 POINT N 383 •� 389 390 391 39' /RADIAL 66• N66'45'36"W � 4S¢2b � 30, ly N7976so " N7976#04,"w TRACT' ' 94_ ** W N69' C5 L=57.40'* 259.77 * " H 61 60. 46 >>w 247 N 89'S7 25 W 261.0 Y PNpsE 1 248 ��'* 246 245 N 00'02'35"E 12. O 'p. / 244 243 242 241 0 249 SE 4' � 40 240 050 � Pik \ n OSA, PNpS 239 • P�2J � � NE N P� �l pp£R DR/ ve_ 251 - � 252 253 1 r% A PREPARED FOR PAHLISCH HOMES 210 SW NALSON AVENUE, #100 BEND, OR 97702 DESCHUTES COUNTY SURVEYOR FlLED O6 2y1202S BY:L JoL'i CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD Cl* 356.50' 27'42'22" 172.39' N09'23'13"E 170.72' C2 503.00' 4'07'40" 36.24' NO2'24'08"W 36.23' C3 160.00' 3*09'14" 8.81' S15'39'46"W 8.81' C4 100.00' 4'52'42" 8.51' S11'38'48"W 8.51' C5* 430.00' 703855" 57.40' S16024'15"W 57.36' �I SCALE: 1 "= 80 FEET 1!!!%?%ii 80 0 16 40 80 LEGEND SET 5/8" IR W/YPC INSCRIBED "AKS ENGR' ❑ FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR.'; PER R1; HELD 0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR.'; PER R2, HELD O FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R3, HELD 9 //4 1-e .7 < REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 119 2021 JACOB ALLEN CARSON 94570PLS RENEWS: 12 31 25 TRACT 'V' a P�EZ •PE(R0�' ABBREVIATIONS • RECORD AND MEASURED DATA PER R3 IR IRON ROD W/YPC N9TN A YELLOW PLASTIC CAP CS 215ss J m a W M z o LLI r-� > o N -Lc) Q W Q w N /� � ) V� M N O N 0 0 C o 0 0 Z � z W IL W Z i o N89'57'25"W 240.00' 0 M NE SOLI P LACE (PUBLIC) - - - - N89'57'25"W 310.00' - - - o DBC, RESET � PNpSE 4 TRACT ,P014% 'WVY PREPARED FOR- PAHLISCH HOMES 210 SW WILSON AVENUE, /100 BEND, OR 97702 E CHUTES COUNTY SURVEYQR D ou" BY: 01 iris 0 0 6 M m�os�� POSE 2 f zo N N 3 r M CV P 0 RACT 'W TRACT Y X SET 5/8" IR W/YPC INSCRIBED "AKS ENGR" x SET 5/8" IR W/ALC INSCRIBED "AKS ENGR." SET 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER POST MONUMENTATION NOTE (SEE SHEET 2) ♦ SET 1-1/8" COPPER PLUG INSCRIBED "AKS ENGR." IN CONCRETE O FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R3, HELD FOUND 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER R3; HELD FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R2, HELD ABBREVIATIONS * RECORD AND MEASURED DATA PER R3 W/YPC N9111 A YELLOW PLASTIC CAP W/ALC WITH A 2-INCH ALUMINUM CAP IR IRON ROD PAE PUBLIC ACCESS EASEMENT PSDE PRIVATE STORM DRAINAGE EASEMENT PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT PUE PUBLIC UTILITY EASEMENT DBC DESTROYED BY CONSTRUCTION (Typ) TYPICAL SF SQUARE FEET 6 � REGISTERED PROFESSIONAL LAND SURVEYOR FREG N MAY 11, 2021 JACOB ALLEN CARBON 91570PLS SCALE: 1 "= 40 FEET 40 0 8 20 40 W N CJ'1 Aft Aft CS 215ss RENEWS:12/31/25 PETROSA, PHASE 6A A REPEAT OF PORTIONS OF TRACTS 'AA', 'JJ', AND 'KKK, OF "PETROSA, PHASE 2", AND A PORTION OF TRACT 'EEE' OF "PETROSA, PHASE 4", LOCATED IN THE NORTHWEST 1/4 AND THE NORTHEAST 1/4 OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 279 2025 PZ-20-0235 POSE4° REMAINDER OF TRACT 'EEE' NOOro2'35"E 12.50' OSA, POSE 2 °P REMAINDER OF TRACT 'JJ' REMAINDER OF TRACT 'KK' S89'57125�E 294 00' N89'57'25" W 60.00' N00'02'35"E 50.05 30.00, S85b5'10s#E 151.74' ,. , S89 57 25 E 156.80 30.00' 30.00' TRACT SSS 234.0o ALLEY o w o , / ! 42.15' ! ! 38.91 t , rF 12.00 E1 4,680 SF N89'S7'25"W 234.00' (PRIVATE) N a � 20.00 I i t ►, I I 5070 I I 40.00 I I 53.00 p�-7 13.80' 1 1 I I I I 20.0041.00' I I 30.00' 11 38.00' 1 1 38.00' 1 1 30.00' 1 1 45.00' c� SCALE: 1= 40 FEET ! 1 1! I I 1 1 1 1 ----------� -----rt--------, ---- -, I----------------- i l i i I I i i 2.50' �i I 12.00' r 1 1 1 1 I I 1 1 1 1 m I I I I I jF2.50' I I I 1 ►� !!! I I I I 1 1 1 2.50 PRSDE I l I I o2.50 40 0 s 20 40 O (nP) � w I1I I1I I1I I1I I I I I I I I oo a I I I I W in ABBREVIATIONS * RECORD AND MEASURED DATA PER R3 W/YPC NA7H A YELLOW PLASTIC CAP W/ALC WITH A 2-INCH ALUMINUM CAP IR IRON ROD PAE PUBLIC ACCESS EASEMENT XPUE PUBLIC UTILITY EASEMENT, PER R3 PUE PUBLIC UTILITY EASEMENT XPSDE PRIVATE STORM DRAINAGE EASEMENT, PER R3 PSDE PRIVATE STORM DRAINAGE EASEMENT PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT SSE CITY OF BEND SANITARY SEWER EASEMENT PWE PRIVATE WATER EASEMENT Et IRRIGATION EASEMENT BENEFITING THE CENTRAL IRRIGATION DISTRICT, PER INST. 2025-6552 INST. INSTRUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS DTL-7 SEE DETAIL, SHEET 7 DBC DESTROYED BY CONSTRUCTION (T`(p) TYPICAL SF SQUARE FEET CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD C9 500.00' 10*41'21" 93.28' N84'3645"W 93.15' C500 530.00' 10'41'21" 98.88' N84'36'45"W 98.73' C501 530.00' 119'11" 12.21' N79'55'39"W 12.21' C502 530.00' 5'2743" 50.52' N8319'06"W 50.51' C503 530.00' 3'54'27" 36.15' N88'00'12"W 36.14' C504 470.00' 10'41'21" 87.68' N84'36'45"W 87.56' C505 470.00' 4'3538" 37.68' N81'33'53"W 37.67' C506 470.00' 1 6'05'43" 1 50.00' 1 N86'54'33"W 49.98' N m I • I PRSDE r I I o 0 0 I 1 Lo 1 �r 1 �r o 0 o Cl f o f TYP o f 0 1 0 1 371 ! I r. I 1 w of �- 1 ^ I ^ I ^ I � 1 N Z NI N W 370 w 369 I w 368 I w 367 � o 366 365 364 363 362 361 o W w W 5,345 SF a? 6,780 SF i ,'�; 5,725 SF i 4,580 SF i M 6,069 SF �' ui ' r ' I UJ I ``' ,' I o �' u-' o ► o I N , N , N o Q u", 4,387 SF ,r, 3,210 SF � I 4,066 SF u', I 4,066 SF u, 3,210 SF ,I, I 4,815 SF ,� M M Q I p I o o I O N N I N I N I N I N I o Q of l a t o t Cl t o z o o f o f o f o I o f o a CD? I Z I z I Z cc o 0 0 l CD 0 1 0 l o f z z l !( I I I CD 0 0 l CDI o f 0 1 o I / 13.57' 1 1 1 1 I I I I o Lu ri Z ?, Z I z l z 1 z 1 O 0= J I I I I 1 1 1 1 1 1 C505 i i C506 14.96' i i i i i i °O I Q 12.00' El i i i i i i / •L=37.68 1, I I I I I I V -- 1__ _ ' I I I I I I W co N�g76� L-5o.00 I I I I I I I I I I Q. N 04 W 1 1 ----- I--------------------� I---------- -- PWE DTL-7 I I I I I I I I I I t` 162•96, 1 1 50.00' 11141 40.00' 1 1 53.00' 41.00' 1 1 30.00' 1 1 38.00' 1 1 38.00' 1 1 30.00' 1 1 45.00' N N gy o C504 L=87.68' 30.00 I 30.00 LJ.I O--`------------------- ----- W o 0 o N89 57 25 W 222.00 06 �4" o N89'57'25"W 157.96' � - - - -- - - '• Z ui __6-------- o 162 , o 0 0 • w ui 0 M I N N----------------------=o w----------------------------------p I - -C9L 93.28' - - - N89'57'25"W 187.96' - - - - , w w ----------------------� �----------------------------------- o N�916, o- o TRACT 'TTT' o o 04"W o NE BROWNSTONE PLACE (PUBLIC) b N n 162.96, \` o I o o N v, 15,324 SF t o U 0 0 0 10 i i 30.80_1 1 C500 L=98.88' N89'57'25"W 157.96' 1 M Z Z t�-----------------------N89'S7'25"W 234.00'------------------- 1 ,* 1 �' 30.00 rt 11 30.00' 30.00' 0 0 -----_ 1+ 14.96' 1 40.00' 1 1 50.00' 1 I 53.00' 34.00' 1 1 30.00' 1 1 38.00' 1 1 30.00' 11 30.00' 1 I 38.00' I I 34.00' 1/ C501 C502 (! -----� ~-------_t 1 j L=12.21' ,, I C503 I I I I I I I I I I I I I I 11 I I o ! L=50.52 , t I I I I I I I I 1 1 I I I I I I p l t r L=36.15 I I 2.50 ��1 �_ 2.50' I I op w I I 1 1 I I I I I I I I V I 1 �- 1 1 I I I f I I o I I I I I I I I I I I I . » PRSDE „ °° I ; ; ; ; ; ; N89 57 25 W � 387 t o t o c� I by p 1 I I I I I 1 1 I I f l m 380.00'* �l 4,602 SF 1 388 i I o o o 0 0 q i i� i s i� "' 389 I 390 1 391 1 392 W o 393 " 394 395 " 396 " 397 398 399 / / ► !�-� w w w , o I N I N 1 N I N 1 N I N O 0 6196 SF t• I- I x T , , � r i o 6,056 SF I M 4,400 SF I M 5,500 SF I Lo 5,830 SF ro o 4,148 SF I w 3,660 SF ,,, 4,636 SF I ,,-, 3,660 SF ,,_, 3,660 SF w 4,636 SF 1 �, 4,148 SF N I N I N I N o o I to in 1 L in 1 iA N I I l 1? I I P I P 1 o p p �`) I l r7 1 ro I r7 I M 0 o I p iV I �, I CV I Cv I N I N CDt o I o z I N I o t o I o t o I CD o ?� o ,,� I z l z l z t o t o I o t o I o I o N I I 1 1 I I I o I o I o I o t CD o Lo 1 43 ►° --_I t 0� 0 i iz z I4.00 XPSDE z I z I z aI z CMNOQ I , S2.50-wI 1 1 1 1 I- I IDTL-7 •O IWITH ., ------- PRSDEo O(n63,55' ----------- -----50.Elr I58.67, I � 0O x CD45.53 * 40.00 00533000* 3000,* 0 () I N7976' - 31.16'* 27.51' 33.33' 6.67' 7.71' 45.29'* t---- -4 �--- 4 I---------1 �---- 4 l------41 -------1 +-------- 04 w 14.02 * N89'S7'25"W 261.67'* / , „ ° 34.00 1 1 30.00 1 1 38.00' 1 1 30.00' 1 1 30.00' 1 IT 38.00' 1 1 34.00' o 259.77 * N00'02 35 E PNpSE 12.001* N89057 25 W 234.00 * I 0P�R05A' TRACT 'XX' I 244 243 242 241 240 239 MAC DESCHUTES COUNTY SURVEYOR FILED ob 2 ozs gy; Col i s PREPARED FOR. PAHLISCH HOMES 210 SW WILSON AVENUE, #100 BEND, OR 97702 REGISTERED PROFESSIONAL LAND SURVEYOR OR GON MAY 119, 2021 JACOB ALLEN CARSON 94570PLS CS21566 RENEWS:12/31/25 PREPARED FOR- PAHLISCH HOMES 210 SW WILSON AVENUE, #100 BEND, OR 97702 N79760 soIN 94.61'* 00.* � N_ - � N7976104" N84 2913 W F BRO --� _W6296' 11.98 C605 L=15.49 NSTONE - N79•16,04" PILACe (0130c) --___-3216, ---- _ 5n W 162.96' REFERENCES. ( )R1 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 1", BY MICHAEL S. KALINA, FILED FEBRUARY 1, 2021, AS COUNTY SURVEY 20443 ( )R2 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 2", BY MICHAEL S. KALINA, FILED JUNE 23, 2021, AS COUNTY SURVEY 20542 ( )R3 RECORD INFORMATION PER PLAT OF "PETROSA, PHASE 4", BY JACOB ALLEN CARSON, FILED MARCH 6, 2023, AS COUNTY SURVEY 21042 LEGEND SET 5/8" IR W/YPC INSCRIBED "AKS ENGR" SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER POST MONUMENTATION NOTE (SEE SHEET 2) x SET 5/8" IR W/ALC INSCRIBED "AKS ENGR." FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER Rl; HELD A FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R2, HELD O FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R3, HELD © FOUND 5/8" IR W/ALC INSCRIBED "AKS ENGR."; PER R3; HELD CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD C1* 356.50' 2742'22" 172.39' N09'23'13"E 170.72' C2 503.00' 4'07'40" 36.24' NO2'24'08"W 36.23' C3 160.00' 3*09'14" 8.81' S1539'46"W 8.81' C4 100.00' 4'52'42" 8.51' S11'38'48"W 8.51' C5* 430.00' 7'3855" 57.40' S16'24'15"W 57.36' C6 400.00' 14'42'56" 102.73' N12'52'15"E 102.45' C7 130.00' 834'22" 19.45' N09'47'58"E 19.43' C8 200.00' 513'09" 18.22' S81'52'39"E 18.21' C600 430.00' 14'4256" 110.44' N12'52'15"E 110.14' C601 370.00' 14'42'56" 95.03' N12'52'15"E 94.77' C602 160.00' 8'34'22" 23.94' N09'47'58"E 23.92' C603 100.00' 8'34'22" 14.96' N09'47'58"E 14.95' C604 230.00' 5'13'09" 20.95' N81'52'39"W 20.94' C605 170.00' 5*13'09" 15.49' N81'52'39"W 15.48' C606 370.00' 6'51'22" 44.27' N1648'02"E 44.25' C607 370.00' 5'53'13" 38.02' N10'25'44"E 38.00' C608 370.00' 1'58'21" 12.74' N06'29'57"E 12.74' C609 160.00' 11'43'36" 32.75' N11'22'35"E 32.69' C610 100.00' 3041'40" 6.45' N07021'37"E 6.45' C611 430.00' 1 7'04'01" 1 53.04' 1 N09'0247"E 53.00' REGISTERED PROFESSIONAL LAND SURVEYOR EGON MAY 11, 2021 JACOB ALLEN CARBON 94570PLS ILI SCALE: 1 "= 40 FEET 1!!!!61%iiii 40 0 8 20 40 DESCHUiES COUNTY SURVF-.Y-t.)R FILED 06 z �gy; C,01%ns US 21566 RENEWS:12/31/25 LOT 384 NAB 4" XPSDE DETAIL " ETRoSA' P 1 "=20' P N7916'04"W 246 384 2.051/ 385 247 1 ' LOT 384 MONUMENT DETAIL 1"=10' ABBREVIATIONS W/YPC WITH A YELLOW PLASTIC CAP IR IRON ROD PAE PUBLIC ACCESS EASEMENT PUE PUBLIC UTILITY EASEMENT XPSDE PRIVATE STORM DRAINAGE EASEMENT, PER R3 PSDE PRIVATE STORM DRAINAGE EASEMENT PRSDE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT PWE PRIVATE WATER EASEMENT E1 IRRIGATION EASEMENT BENEFITING THE CENTRAL IRRIGATION DISTRICT, PER INST. 2025-6552 INST. INSTRUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS 246 S7916'04"E 386 2.31 245 387 1 244 LOT 386 MONUMENT DETAIL 1 "=10' LEGEND SET 5/8" IR W/YPC INSCRIBED "AKS ENGR" O FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R3, HELD DESCHUTES COUNTY SURVEYOR FILED 06 6 dot CURVE TABLE CURVE RADIUS DELTA LENGTH CHORD C700 430.00' 1'4757" 13.50' N11'40'49"E 13.50' C701 118.00' 6'42'15" 13.81' N56'40'26"W 13.80' C702 1 168.00' 9.33'51 ° 1 28.04' 1 N1017-42"E 28.01' 391 392 0 0 N00'02'35"E Cj x 10.00' .,N89'57'25"W—' 240 A 4" � 21.99' 239 "PEIROSA' LOT 392 XPSDE DETAIL 1 =20 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MAY 11, 2021 JACOB ALLEN CARSON 94570PLS RENEWS: 12 31 25 0 Q O cc W —j S89'57'25"E O 12.00' Lo N00*02'35"E N a 15.05' 12.00' o Ell O W " TRACT 'TTT' ------ I -------------------- TRACTS 'SSS' AND 'TTT' E1, PWE, PAE, AND PSDE, DETAILS 1 "=20' CS 215ss